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I <br /> .►lao:(120405) VERN BOYETT RES. / F9 THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS A'S LRYdMT <br /> TOP CHORD 4x2 OF-L 'li9et. SEE x16 CI <br /> 91 SECT 13.2 FOR ADDITIONAL BRRNG REQUIREMENTS. <br /> BOT CHORD <br /> 4x2 OF-1. NlSBet. <br /> WEBS 492 DF-L Stondord IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC 0 72.00" OC <br /> PLATES DESIGNED FOR GREEN LUMBER PER NOS-97 TABLE 7.3.3. DEFLECTION MEETS L/360.00 LIVE FIND L/240.GO TOTAL LORD, <br /> TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. <br /> 2'10"B—2'6-12 I'll-4 4'7"8—2'1"8 3'D"12 1'11"4—2'10-8 <br /> W2X3 CR) (CLI W6X12 W4XG W2X6 W-W3X4 V2XG W2XG(DL) i <br /> W2XGCOLl W2XS W-W3X4 V4X5 W5XG W6XID W2X3CR) (OL) I <br /> SI <br /> Life _ <br /> 3- I Z ~j i �. <br /> Wsx12 uyxs Wsx1a '�/�(�'J" <br /> WG ( WSX(p w-W3X3 W-W3Xj WGx10 <br /> 5'5'4 4'S"4 2'1"8 5'10-8 y' <br /> R-11979 W-3"8 R-11929 V-3"8 <br /> PLT. TYP. -WAVEUBC (STD) QTY= 4 TOTAL= 4 REV. 19.5n SCALE =0.3 006 <br /> --WARNING-9 TRUSSES REQUIRE EXTREME CARE IN FABRICA€ING HANDLING SHIPPING INSTALLINGAND `»>Y1+ +++rrq I''1 <br /> PLATERINSTITUTEEFER 583TO HIB-31 D'0N0FRI0(DRN�LING SU[TEN200LLING RND Mf1DISON,A1(ICI53719�UFORSSR�ET6Y TPI (TRUSY PRHCTICES ��`�`?R E`S. '/�'� r❑ L�" 140.0 PSF REF <br /> VE <br /> TRUSS PROPERLYY ATPRIOR TG TACHEDNSTRUCTURPLG THESE NPANELS AND BOTTOM CTIONS. UNLESS TCHORD SSHALL HAVE 0A PROPERLY TOP DATTACHED SHALL RRIG MU�i FSO,%y TC DL 10 - D PSF DATE 01 -03-2002 <br /> E T r C$ILING. •IMPORTANT— FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. �:�� �D. ��;M- BC OL 5.0 PSF ❑RW G <br /> 1 t ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS <br /> DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FRBRICATING :� 35172 <br /> HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH AP6LICRBLE BC LL 0. 0 PS F <br /> PROVISIONS CF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND <br /> 477 ZeFF Road * Exp.a9r36163 TQT.LD._ ` <br /> PAPER ASSOCIRTIONJ ANO TPI. REPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GRLV. STEE 55.0 PSF D/R LEN. 22 <br /> Modesto, CA 95351 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED 0 �M� <br /> THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INOICRTE •'�'•. <br /> (209) 527-6387 ACCEPTANCE 6FPROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT i/�i/ �� ❑UR.FAC. 1 .CO <br /> DESIGN SHOWN. THE; SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING //l4117ICIA�' tN��� <br /> [ TH RESPONSIBILITY TH N DESIGNER, PER RN /TP SECTION SPACING 24.0" ITYPE s 142 <br />